CN204098268U - Permanent magnetism type magnetic suspension horizontal tuned mass damper - Google Patents
Permanent magnetism type magnetic suspension horizontal tuned mass damper Download PDFInfo
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- CN204098268U CN204098268U CN201420490143.0U CN201420490143U CN204098268U CN 204098268 U CN204098268 U CN 204098268U CN 201420490143 U CN201420490143 U CN 201420490143U CN 204098268 U CN204098268 U CN 204098268U
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Abstract
The utility model belongs to the horizontal vibration control device field of civil engineering structure, be specifically related to a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper, comprise support body and be arranged on the mass in the middle part of support body, support body comprises the riser being arranged on both sides, top rail and lower transverse beam is connected with between riser, the lower end of riser is provided with base-plate, top in the middle part of lower transverse beam is fixed with line slideway, the linearly slide block of slide, mass is fixedly connected with slide block by bolt and nut, be connected with damper between mass and riser and be equipped with the stage clip be enclosed within lower transverse beam, rectangular permanent magnet is installed with at the top of mass, top rail is provided with rectangular permanent magnet corresponding with it.The utility model adopts magnetic suspension principle, reduce the frictional force of slide block and line slideway, even if make horizontal TMD also can normally work under less vibration environment, improve the sensitivity of TMD, reliability, frictional force little application life extending slide block and line slideway.
Description
Technical field
The utility model belongs to the horizontal vibration control device field being applicable to civil engineering structure, is specifically related to a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper.
Background technology
In recent years, along with civil engineering structure is to the development in towering, large span and soft direction, the dynamic response of structure under wind, earthquake and Pedestrian Load equal excitation is paid attention to day by day.Structural vibration control technology, especially structure passive vibration control technology have obtained and have applied comparatively widely in civil engineering structure.Tuned mass damper (TMD), in early days also referred to as dynamic vibration absorber, is a kind of common and important form in passive vibration control technology, has a wide range of applications in the vibration isolation field of civil engineering structure.The typical project of TMD in building structure applies the 570 tons of large balls having top, mansion, Taiwan 101 to hang, 1000 tons, the center, Shanghai just completed for 2014 with China TMD.TMD has at the typical apply of bridge construction: gulf, Tokyo passage bridge is applied 8 TMD control girder whirlpools and shaken; Brazil's Rio-Niter ó i bridge is applied 32 TMD control girder whirlpools and is shaken.
TMD by mass, flexible member (be used for tuned frequency), damping element (be used for dissipative structure vibrational energy) three large assemblies compositions.Adopt the TMD of guiding device generally all to there is inevitable frictional damping, particularly level is to TMD.The major effect of friction to the design of TMD and control effects etc. has: (1) is classical and the TMD damping parameter of maturation designs, all the optimal design based on ideal linearity viscous damping, and frictional damping has typical nonlinear characteristic, namely the equivalent linear viscous damping coefficient of its correspondence changes with the change of TMD amplitude, thus brings challenges to the design of the theoretical parameter of TMD; (2) when dynamic excitation is less, when namely structure is in microvibration, the inertia force of TMD moving-mass block likely can be less than its stiction, thus TMD is in the lock state, and TMD is the function of energy-obsorbing and damping with regard to transitory loss also; (3) when controlled structures is subject to the load action with shock feature such as earthquake, excessive friction significantly can delay the start-up time of TMD, thus causes the decline of control effects; (4) friction can cause the wearing and tearing of TMD Local Members, reduces the durability of TMD.
Utility model content
The TMD that the utility model exists employing guiding device for prior art generally all has inevitable frictional damping, particularly level is to TMD, rub the problem declined to design and the control effects of TMD, proposes a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper.
The technical solution of the utility model is: a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper, comprise support body and be arranged on the mass in the middle part of support body, wherein, support body comprises the riser being arranged on both sides, top rail and lower transverse beam is connected with between riser, the lower end of riser is provided with base-plate, top in the middle part of lower transverse beam is fixed with line slideway, the linearly slide block of slide, mass is fixedly connected with slide block by bolt and nut, be connected with damper between mass and riser and be equipped with the stage clip be enclosed within lower transverse beam, rectangular permanent magnet is installed with at the top of mass, top rail is provided with rectangular permanent magnet corresponding with it.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, the number being arranged on the rectangular permanent magnet of mass is 2, and the number of the rectangular permanent magnet that top rail is corresponding is with it 1 ~ 2.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, the direction of magnetization of described rectangular permanent magnet is consistent, and the length being arranged on the rectangular permanent magnet on top rail is more than or equal to and is arranged on 2 times that the length of rectangular permanent magnet on mass adds damper amplitude.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, described top rail adopts channel-section steel to make, and adopt backing plate to be fixedly connected with bolt and nut between top rail with riser, rectangular permanent magnet is arranged on the bottom of channel-section steel.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, described lower transverse beam adopts square bar to make, be provided with iron hoop between lower transverse beam and riser, the external diameter of iron hoop is more smaller than the internal diameter of stage clip, welds or adopt bolt and nut to be fixedly connected with between lower transverse beam with riser.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, carry out precommpression when described stage clip is installed, compression distance is greater than the peak swing of damper.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, described top rail and riser adopt bolt and nut to fix, and riser are provided with the mounting hole of vertical direction, and bolt and nut is adjustable up and down in mounting hole.
Described permanent magnetism type magnetic suspension horizontal tuned mass damper, described damper is oil damper or MR damper.
The beneficial effects of the utility model are: 1, smart structural design of the present utility model, permanent magnet is adopted to provide magnetic field, mass achieves zero friction of slide block and line slideway by magnetic suspension, the inherent damping of TMD is made to drop to less than 1%, for additional damping device provides the lower limit at the bottom of pole, in addition, the magnetic field that permanent magnet provides is without the need to outside resources, improve the ability of the independent normal work of system, improve the reliability of TMD, avoid and cause TMD to use obstacle due to power failure.
2, the utility model adopts magnetic suspension principle, reduce the frictional force of slide block and line slideway, even if make horizontal TMD also can normally work under less vibration environment, improve the sensitivity of TMD, reliability, frictional force little application life extending slide block and line slideway, and then extend the application life of device, there is certain economic benefit.
3, on riser of the present utility model, the position of installing crossbeam is provided with the mounting hole of vertical direction, mounting hole makes the position of top rail adjustable up and down, the position of adjustment top rail, and then the position of rectangular permanent magnet on adjustment crossbeam, change maglev magnetic force, be easy to the adjustment realizing frictional force between slide block and line slideway, facilitate adjustment and the maintenance of device.
4, the mass of existing TMD is generally directly placed on guiding device, or under being suspended on guiding device, when mass is higher, lateral stability is poor, mass center of the present utility model is located at the centre-height place of slide block, lateral stability is better compared with the existing, stablizing of work, and then the reliability that improve whole device.
Accompanying drawing explanation
Fig. 1 is tuned mass damper primary structure schematic diagram;
Fig. 2 is tuned mass damper plan structure schematic diagram;
Fig. 3 is tuned mass damper side structure schematic diagram;
In figure: 1 is riser, 2 is top rail, and 3 is lower transverse beam, and 4 is mass, and 5 is stage clip, and 6 is bolt and nut, and 7 is base-plate, and 8 is damper, and 9 is rectangular permanent magnet, and 10 is bolt and nut, and 11 is slide block, and 12 is line slideway, 13-backing plate.
Detailed description of the invention
Embodiment 1: composition graphs 1-Fig. 3, a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper, comprise support body and be arranged on the mass in the middle part of support body, wherein, support body comprises the riser being arranged on both sides, top rail and lower transverse beam is connected with between riser, the lower end of riser is provided with base-plate, and top rail adopts channel-section steel to make, and adopts backing plate to be fixedly connected with bolt and nut between top rail with riser, riser is provided with the mounting hole of vertical direction, bolt and nut is adjustable up and down in mounting hole.Rectangular permanent magnet is arranged on the bottom of channel-section steel; Lower transverse beam adopts square bar to make, and be provided with iron hoop between lower transverse beam and riser, the external diameter of iron hoop is more smaller than the internal diameter of stage clip, welds between lower transverse beam with riser; Top in the middle part of lower transverse beam is fixed with line slideway, line slideway is provided with the slide block that linearly guide rail is free to slide, mass is fixedly connected with slide block by bolt and nut, be connected with damper between mass and riser and be equipped with the stage clip be enclosed within lower transverse beam, stage clip carries out precommpression when installing, and compression distance is greater than the peak swing of damper; Be installed with rectangular permanent magnet at the top of mass, the rectangular permanent magnet on top rail is corresponding with it;
The number being fixedly mounted on the rectangular permanent magnet of mass is 2, the number of the rectangular permanent magnet that top rail is corresponding is with it 2, the direction of magnetization of rectangular permanent magnet is consistent, and the length of the rectangular permanent magnet that the length being arranged on the rectangular permanent magnet on top rail equals on mass adds 2 times of damper amplitude; Damper is oil damper.
Embodiment 2, without figure, the part identical with embodiment 1 does not repeat, number unlike the rectangular permanent magnet being fixedly mounted on mass is 2, the number of the rectangular permanent magnet that top rail is corresponding is with it 1, the direction of magnetization of rectangular permanent magnet is consistent, and the length of 2 rectangular permanent magnet that the length being arranged on the rectangular permanent magnet on top rail equals on mass adds the distance between 2 rectangular permanent magnet, 2 times that add damper amplitude; Damper is MR damper.
Claims (8)
1.
?a kind of permanent magnetism type magnetic suspension horizontal tuned mass damper, comprise support body and be arranged on the mass in the middle part of support body, wherein, support body comprises the riser being arranged on both sides, top rail and lower transverse beam is connected with between riser, the lower end of riser is provided with base-plate, it is characterized in that: the top in the middle part of lower transverse beam is fixed with line slideway, the linearly slide block of slide, mass is fixedly connected with slide block by bolt and nut, be connected with damper between mass and riser and be equipped with the stage clip be enclosed within lower transverse beam, rectangular permanent magnet is installed with at the top of mass, top rail is provided with rectangular permanent magnet corresponding with it.
2.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 1, is characterized in that: the number being arranged on the rectangular permanent magnet of mass is 2, and the number of the rectangular permanent magnet that top rail is corresponding is with it 1 ~ 2.
3.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 2, it is characterized in that: the direction of magnetization of described rectangular permanent magnet is consistent, the length being arranged on the rectangular permanent magnet on top rail is more than or equal to and is arranged on 2 times that the length of rectangular permanent magnet on mass adds damper amplitude.
4.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 1, is characterized in that: described top rail adopts channel-section steel to make, and adopt backing plate to be fixedly connected with bolt and nut between top rail with riser, rectangular permanent magnet is arranged on the bottom of channel-section steel.
5.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 1, it is characterized in that: described lower transverse beam adopts square bar to make, iron hoop is provided with between lower transverse beam and riser, the external diameter of iron hoop is more smaller than the internal diameter of stage clip, welds or adopt bolt and nut to be fixedly connected with between lower transverse beam with riser.
6.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 5, is characterized in that: carry out precommpression when described stage clip is installed, compression distance is greater than the peak swing of damper.
7.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 1, is characterized in that: described top rail and riser adopt bolt and nut to fix, and riser are provided with the mounting hole of vertical direction, and bolt and nut is adjustable up and down in mounting hole.
8.
?permanent magnetism type magnetic suspension horizontal tuned mass damper according to claim 1, is characterized in that: described damper is oil damper or MR damper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420490143.0U CN204098268U (en) | 2014-08-28 | 2014-08-28 | Permanent magnetism type magnetic suspension horizontal tuned mass damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420490143.0U CN204098268U (en) | 2014-08-28 | 2014-08-28 | Permanent magnetism type magnetic suspension horizontal tuned mass damper |
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| Publication Number | Publication Date |
|---|---|
| CN204098268U true CN204098268U (en) | 2015-01-14 |
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| CN201420490143.0U Expired - Fee Related CN204098268U (en) | 2014-08-28 | 2014-08-28 | Permanent magnetism type magnetic suspension horizontal tuned mass damper |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264854A (en) * | 2014-08-28 | 2015-01-07 | 华北水利水电大学 | Magnetic suspension type horizontal tuned mass damper |
| CN108797311A (en) * | 2018-07-18 | 2018-11-13 | 武汉理工大学 | A kind of eddy current tuned mass damper and design method for cable way bridge |
| CN111502037A (en) * | 2020-05-18 | 2020-08-07 | 胡妹芳 | Mortise and tenon joint device for building based on magnet magnetism principle |
| CN112267593A (en) * | 2020-11-24 | 2021-01-26 | 金陵科技学院 | Permanent magnet suspension active driving quality device |
-
2014
- 2014-08-28 CN CN201420490143.0U patent/CN204098268U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264854A (en) * | 2014-08-28 | 2015-01-07 | 华北水利水电大学 | Magnetic suspension type horizontal tuned mass damper |
| CN104264854B (en) * | 2014-08-28 | 2015-10-28 | 华北水利水电大学 | A kind of electromagnetic levitation type horizontal tuned mass damper |
| CN108797311A (en) * | 2018-07-18 | 2018-11-13 | 武汉理工大学 | A kind of eddy current tuned mass damper and design method for cable way bridge |
| CN111502037A (en) * | 2020-05-18 | 2020-08-07 | 胡妹芳 | Mortise and tenon joint device for building based on magnet magnetism principle |
| CN111502037B (en) * | 2020-05-18 | 2021-06-29 | 惠州市锦荣科技有限公司 | Mortise and tenon joint device for building based on magnet magnetism principle |
| CN112267593A (en) * | 2020-11-24 | 2021-01-26 | 金陵科技学院 | Permanent magnet suspension active driving quality device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150114 Termination date: 20160828 |
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| CF01 | Termination of patent right due to non-payment of annual fee |